HomeMy WebLinkAboutS-1216-C Map 2UTILITY EASEMENT, RECORDED
AS INSTRUMENT NO. 98-027833
KAMS ROAD
PROJ T
SITE
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VICINITY MAP
N.T.S.
CERTIFICATE OF SURVEYING ACCURACY
l GREGORY T. SULLIVAN , hereby certify that
this plat correctly represents a boundary survey made
or verified by me, all monuments required actually exist
and are correctly shown hereon and that all surveying
requirements of the Little Rock Subdivision Rules and
Regulations have been complied with.
Date of Execution Gregory T. Sullivan
Registered Professional
Land Surveyor
No. 1096
Arkansas
CERTIFICATE OF OWNER
We, the undersigned, owners of the real estate shown
and described herein, do hereby certify that we have
laid off, platted and subdivided, and do hereby lay off,
plat and subdivide said real estate in accordance with
this plat.
Date of Execution Name Lexus Land, LLC
Address 1700 N. Shackleford Road
Little Rock. AR 72212
Instrument No. 2007038109 8 2007038113
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules and
Regulations, and all of the conditions of approval having
been completed, this document is hereby accepted.
This certificate is hereby executed under the authority
of said rules and regulations.
Date of Execution L.R. Planning
Commission
CERTIFICATE OF RECORDING
This document, number filed for record
, 20_, in Plat Book , Page
(Signed)
Clerk
P.O.B.
SW CORNER LOT 1, HAMPTON INN
ADDITION, PLAT BOOK "F", PAGE 4
U
f,l
' 5/8" REBAR
FOUND
10'
io �8
- 5°51'31" E
LOT 1R
1,486 ACRES±
Z
25.
\ ev�L DING
REBAR °�,4n, 1/2" REBAR \ \ SF\
K
FOUND \
\ \
rs•U\�_
N ,4°13,56" PLAT 8001�. SFllr \
W F P FNT \
I fJ i`J A D D N.
I-' A G E 4
420,66'
-
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BUILDING
• � _. --� SE TB-61�
6
"X" FOUNDUTILITY
W=_-15' UTI IT-Y EIN WALK PLAT �-ASgooK PG-E _ _
31" W8L74
SHACIQ
ORD R/ -
CERTIFICATE OF ENGINEERING ACCURACY w VARIES BL V DU a
• CURVE DATA C
I, WES LOWDER , hereby certify that this 210.44' - CHORD 10
plat correctly represents a plan made by me, and that & 11046'26" X FOUND
the engineering requirements of the Little Rock Subdivision T= 105.78' IN WALK
Rules and Regulations have been complied with. R= 1025.89' ° "
S 46 41 25 W
L= 210.81'
57 05' -CHORD
Date of Execution
Wes Lowder
Registered Professional
Engineer No. 4943
Arkansas
�.z.I.>•ml.l»>h�lr_rr�,�1�1.rr
NO PORTON OF THE PROPERTY SHOWN IS LOCATED
WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED
BY THE FLOOD INSURANCE RATE MAP, PANEL NO.
050181 0010 E, PUBLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY DATED NOV. 3, 1993.
GENERAL NOTES
1. BASIS OF BEARINGS - STATE PLANE
COORDINATES.
2. 1/2" IRON PINS SET AT ALL
CORNERS UNLESS NOTED OTHERWISE.
3. ERROR OF CLOSURE EXCEEDS - 1:50,000
PROPERTY DESCRIPTION
Lot 1 R, Mid -Towne Development, Little Rock, Pulaski County, Arkansas, being a replat
of Lot I A and Lot 1 B, Mid -Towne Development, Little Rock, Pulaski County, Arkansas,
as recorded in Plat Book "F", page 813, in the office of the Circuit Clerk of Pulaski
County, Arkansas, being more particularly described as follows:
BEGINNING at the Northwest comer of said Lot IA; thence along the North line of said
U
5/8" REBAR
FOUND
I•
1 N
T
I
-{ -15' DRAINAGE
$ UTILITY
EASEMENT
BOOK F, PAGE 305
I
I�
IN
I 1,-
0
0
STATE PLANE
COORDINATES
#
NORTHING
EASTING
1
148970.59 67
1193369.6593
2
148940.2177
1193789.2198
3
148814.1796
1193786.5668
4
148775.050t)
1193745.0577
5
148775.3869
1193736.1860
6
1 148804.8988
1193527.8257
7
1 148850.8433
1 193365.1 140
Lots I and 1B, South 85°51'31" East 420.66 feet to a point on the Westerly right-of-way
line of Shackleford Road; thence along said right-of-way line South 0I'l2'21" West
126.07 feet to a point on the Northerly right-of-way line of Shackleford West Boulevard;
thence along said right-of-way line on a curve to the right having a radius of 40.00 feet,
an arc distance of 63.51 feet and a chord bearing and distance of South 46 41 25 West
57.05 feet; thence continuing along said right-of-way line North 87°49'31 " West 8.88 feet;
thence continuing along said right-of-way line on a curve to the right having a radius of
1025.89 feet, an are distance of 210.81 feet and a chord bearing and distance of North
81°56'18" West 210.44 feet; thence continuing along said right-of-way line North FLAN--
74°13'56" West 169.08 feet; thence North 02010'26" East 119.84 feet to the POINT OF °,,,
BEGINNING, containing 1.486 acres, more or less.
MATE
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PROFESSIONAL
ENGINEER
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CURVE DATA
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90058'09"
T=
40.68'
R=
40.00'
L=
63.51'
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GJST'*;TATIF �CI�p/h.%
ARKANSAS •' J )
NO 1096
CLr'� axeT �r�ti�pe�
�S '•'1Qp vY~U' 20 10 0 20 40
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LAB 1"=20
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DSGN VEROFY SCALP
O MEHLBURGER GLSM�L OIL DOCSMGilLa4� BAR IS ONE INCH ON BEING A REPLAT OF LOTS 1A & 1 B SHEET
DR THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAWING. MID-TOWNE DEVELOPMENT, LITTLE ROCK, DWG
& ASSOCIATES
HEREIN, AS A PRODUCT OF DESIGN SERVICES, 0 ®t" FINAL PLAT 0 F LOT 1 R NO.
1%WONEWENGINEERS - SURVEYORS CHK IS THE PROPERTY OF THE MEHLBURGER FIRMfim. PULASKI COUNTY, ARKANSAS DATE
AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON MID -TOW N E DEVELOPMENT
APVD WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST PROJ
201 South Izard o Little flock. AR 72201 0 501/375-5331 NO. DATE REVISION BY APVD THE MEHLBURGER FIRM SCALES ACCORDINGLY. NO.
S:\2007PRO\207-138 LEXUS\Lot 1R Replat.dwg, 1/3/2008 9:59:06 AM, gregsullivan